Dynamic behavior of deck slabs of concrete road bridges

Journal of Bridge Engineering

Volumn 9, Issue 2, 2004, Pages 137-146

  Broquet, Claude ^a,b   Bailey, Simon F ^b,c   Fafard, Mario ^d   Brühwiler, Eugen ^b  

^a Dauner Ing Conseil   (Switzerland)

^b EPFL   (Switzerland)

^c Andrews Associates   (United Kingdom)

^d UNIVERSITÉ LAVAL   (Canada)

Author keywords

Amplification; Bridge design; Concrete slabs; Finite elements; Surface roughness; Vehicles

Indexed keywords

AMPLIFICATION; BRIDGE DECKS; CONCRETE SLABS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; ROADS AND STREETS; STRUCTURAL ANALYSIS; SURFACE ROUGHNESS;

BRIDGE DESIGN; BRIDGE MODELS; DECK SLABS; VEHICLE MASS;

CONCRETE BRIDGES;

EID: 13944261637     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2004)9:2(137)     Document Type: Article

References (26)

1. Agarwal, A. C., and Billing, J. R. (1990). "Dynamic testing of the St.-Vincent Street Bridge." Proc., Annual Conf. of the Canadian Society of Civil Engineering, Vol. IV, 163-181.
2. ASCE. (1931). "Impact on highway bridges." Final Rep. of the Special Committee on the Impact in Highway Bridges, ASCE Transactions, 95, 1089-1117.
3. Bassetti, A., and Bailey, S. F. (1997). "Dépouillement et analyse des mesures du trafic routier, Année 1996." Rep. No. 657-3, ICOM, Swiss Federal Institute of Technology, Lausanne, Switzerland (in French).
4. Boudjelal, M. T., Fafard, M., and Gakwaya, A. (1996). "Modelling of damping and its applications to dynamic bridge-vehicle." Proc., 3rd. European Conf. on Structural Dynamics (EURODYN), G. Augusti et al., eds., Balkema, Rotterdam, The Netherlands, 767-774.
5. Boudjelal, M. T., Fafard, M., and Gakwaya, A. (1997). "Modélisation de l'amortissement par une approche thermodynamique et son application à l'interaction dynamique pont-véhicules." Rapport GCS-97-10, Dept. of Civil Engineering, Faculty of Science and Engineering, Laval Univ., Québec City, Qué., Canada (in French).
6. Broquet, C. (1999). "Comportement dynamique des dalles de roulement des ponts en béton sollicités par le trafic routier." Thesis, EPFL No. 1964, Swiss Federal Institute of Technology, Lausanne, Switzerland (in French).
7. Broquet, C., Bailey, S. F., Brühwiler, E., and Fafard, M. (1999). "Dynamic amplification factors in deck slabs of concrete road bridges." Proc., 4th European Conf. on Structural Dynamics (EURODYN), L. Fryba and J. Naprstek, eds., Balkema, Rotterdam, The Netherlands, 795-799.
8. Broquet, C., Schlaefli, M., and Brühwiler, E. (1997). "Evaluation des dalles de roulement des ponts en béton." Swiss Engineers and Architects (IAS), 123(25), 514-520 (in French).
9. Buckland, P. G. (1981). "Recommended design loads for bridges." J. Struct. Div. ASCE, 107(7), 1161-1213.
10. Cantieni, R. (1988). "Dynamische Belastungsversuche an der Bergspur-brücke Deibüel." Rep. No. 116/4, EMPA Research, Parts A and B, Dübendorf, Switzerland (in German).
11. Cantieni, R. (1992). "Dynamic behaviour of highway bridges under the passage of heavy vehicles." Rep. No. 220, EMPA, Dübendorf, Switzerland.
12. Clough, R. W., and Penzien, J. (1993). Dynamics of structures, 2nd Ed., McGraw-Hill, New York.
13. Dodds, C. J., and Robson, J. D. (1973). "The description of road surface roughness." J. Sound Vib., 31(2), 175-183.
14. Fafard, M., Laflamme, M., Savard, M., and Bennur, M. (1998). "Dynamic analysis of existing continuous bridge." J. Bridge Eng., 3(1), 28-37.
15. Fafard, M., Mallikarjuna, and Savard, M. (1993). "Dynamics of bridge-vehicle interaction." Proc., 2nd European Conf. on Structural Dynamics (EURODYN), T. Moan et al., eds., Balkema, Rotterdam, The Netherlands, 951-960.
16. Fancher, P. S., Ervin, R. D., MacAdam, C. C., and Winkler, C. B. (1980). "Measurement and representation of the mechanical properties of truck leaf springs." Technical Paper Series 800905, Society of Automotive Engineers, Warrenda, Pa.
17. Favre, R., Burdet, O., Charif, H., Hassan, M., and Markey, I. (1995). "Enseignements tirés d'essais de charge et d'observations à long terme pour l'évaluation des ponts en béton et le choix de la précontrainte." Rep. OFR 83/90, Swiss Federal Institute of Technology, Lausanne, Switzerland (in French).
18. Green, M. F., and Cebon, D. (1994). "Dynamic response of highway bridges to heavy vehicle loads: Theory and experimental validation." J. Sound Vib., 170(1), 51-78.
19. Gupta, R. K., and Traill-Nash, R. W. (1980). "Vehicle breaking on highway bridges." J. Eng. Mech. Div., 106(4), 641-658.
20. Huang, T. (1976). "Vibration of bridges." J. Shock Vibr. Dig., 8, 61-76.
21. Laflamme, M., Fafard, M., Mallikarjuna, H. S., and Boudjelal, M. T. (1995). "Détermination du facteur d'amplification dynamique des ponts par une approche numérique et expérimentale." Rep. GCS-95-04, Dept. of Civil Engineering, Faculty of Science and Engineering, Laval Univ., Québec City, Qué., Canada (in French).
22. Nowak, A. S. (1995). "Calibration of LRFD bridge code." J. Struct. Eng., 121(8), 1245-1251.
23. Paultre, P., Challal, O., and Proulx, J. (1992). "Bridge dynamics and dynamic amplification factors - A review of analytical and experimental findings." Can. J. Civ. Eng., 19(2), 260-278.
24. Savard, M., Fafard, M., and Beaulieu, D. (1993). "Etude par éléments finis du facteur d'amplification dynamique des charges dans les ponts sollicités par des véhicules routiers." Rep. GCT-93-07, Dept. of Civil Engineering, Faculty of Science and Engineering, Laval Univ., Québec City, Que., Canada (in French).
25. Swiss Association for Standardization (SNV). (1995). "Plané ité." SNV 640 521b, Union des professionnels suisses de la route, VSS, Zurich, Switzerland.
26. Wang, T. L., and Huang, D. (1992). "Computer modelling analysis in bridge evaluation." Rep. No. FL/DOT/RM/42, Florida Dept. of Transportation.